基于数字图像处理技术的金相分析研究

采用和改进了人际交互式图像分割算法Live-wire,对电气火灾中的典型火烧金相图和一次短路金相图进行处理,结合数字形态学操作,精确提取了两类金相图中的典型胞状晶和柱状晶结构;分析和讨论了多种结构描述子对晶格分类的作用,结果表明,离心率和晶格标记方差两个描述子能有效区分两类晶格结构;采用聚类分析和Fisher判别法,实现了对两类金相图的自动分类.     

表面活性剂加强动电技术去除污泥中铜和镉

以实际城市污泥为研究对象,通过采用表面活性剂作为阴极液,并考虑阴极液pH值、表面活性剂类型和电压3种因素对动电技术去除污泥中重金属(铜和镉)的影响,选用正交试验确定最佳试验条件.结果表明,采用表明活性剂作为阴极液加强动电技术去除污泥中重金属足可行的,铜和镉的去除率分别达到11.1%～52.6%和9.1%～46.7%.通过对正交试验结果进行极差和方差分析,试验的最佳条件为:电压为20 V,阴极液加入十六烷基三甲基氯化铵并控制pH值为4～6.表面活性剂的类型对动电技术去除镉具有显著影响.其中,表面活性剂类型对动电过程的影响最大,阴极液pH值次之,电压影响最小.     

新型活性污泥的培养及其处理高盐有机废水

在好氧反应器中,将海泥通过海水和营养物质培养成新型的活性污泥,在处理含盐废水时有较好的活性和沉降性能,对这种新型的活性污泥我们称其为海洋活性污泥。通过10周的培养,海泥的污泥体积指数（SVI）从最初的19 mL/g升高到70 mL/g,对有机废水处理12 h后高锰酸盐指数（CODMn）降解率达到90%,氨氮降解率达到45%。在污泥培养时,营养物质投加频率为一日一次最有利于污泥的培养,又葡萄糖比淀粉更有利于污泥的培养。对于含盐有机废水的处理,海洋活性污泥也比传统活性污泥有优势,甚至对于含盐量6%的高盐有机废水,处理12 h后能达到CODMn降解率达为70%,氨氮降解率达到30%。当NaCl浓度高于6%,海洋活性污泥仍具有一定的活性,但仍能观察到明显的抑制作用。此外,海洋活性污泥具有比传统活性污泥更强的盐度变化抗性,甚至在低盐度下盐浓度变化时,海洋活性污泥的氨氮降解稳定性也优于传统活性污泥。     

脉冲电解法预处理酸性染料废水

研究了脉冲电解法预处理酸性偶氮类染料废水的处理效果,考察了不同工艺条件对废水COD去除率、脱色率和可生化性的影响。结果表明,脉冲电源峰值电压12 V,频率600 Hz,占空比50%的条件下电解40 min后,COD去除率可达59%,废水脱色率达91.4%,BOD5/COD由0.09提高至0.34。在相同条件下,脉冲电解法的电流效率是直流电解法的2倍左右。与现行常用的铁/碳反应床相比,脉冲电解法在成本上也具有一定的优势,应用前景较好。     

巢湖水向湖滨带生态修复工程实践

针对巢湖湖滨带水生植物消失的问题，提出浅水区自组织生态修复技术框架，并开展工程示范。该技术框架依据湖泊水生植被恢复的环境条件需求，针对不同区域湖滨带情况，提出合理的修复目标，进而集成系列工程措施，改善湖滨带环境并恢复水生植被。根据该技术框架实施中试工程，恢复湖滨带水生植被面积5万m2，使水生植物多样性增加70%，植被盖度由30%提高到60%。该技术为巢湖湖滨带生态修复提供技术支撑，有较强的实际应用价值     

山西省城乡统筹发展效率的DEA分析

基于2009年山西省11个地级市城乡统筹发展的面板数据,运用数据包络分析（DEA）评价了各区域的城乡统筹发展效率,对其空间差异变化特征与规律进行了分析。结果表明,山西省城乡统筹发展效率总体上呈＂中部较高,普遍分化＂的分布特征,并存在两大＂DEA有效＂集群。自改革开放以来,山西省逐渐形成了中、东、西三大经济地带,即中部盆地区、东部山地区和西部高原丘陵区。规模效率是当前制约山西省城乡统筹发展综合效率的主要方面。全省普遍存在投入冗余现象,可通过优化环境、产业结构高级化、突出特色产业、提升产业技术、提高劳动力素质和城市化水平等途径来提高区域的城乡统筹发展效率。各区域之间城乡统筹发展效率的空间差异显著;对2009年山西省11个地级市进行相对效率分析,得出相对有效值为1的城市居多,北部朔州市和南端运城市相对效率差异明显,最后提出了相关政策建议。     

基于WebGIS三峡干流水质模拟平台研究

三峡蓄水成库后仍属于典型的河道型水库，其总体水流、水质运动特性符合一维水流水质运动规律。针对三峡库区总体水流、水质运动特性，采用一维水流水质模型对三峡库区水流和水质进行了模拟。以该模型为核心，利用Web Services技术开发并在互联网上发布了模型服务，在此基础上采用成熟的WebGIS和富客户端Flex等技术构建了适用于三峡库区的干流水质模拟平台；能够实现包括各计算断面流速、流量、水位以及污染物浓度时空过程在内的三峡库区干流流速场和浓度场的数值模拟。以库区干流清溪场至十里铺断面内的江段作为模拟实例，利用该平台模拟计算江段内水流和水质状况，并以水文水质同步观测数据对模拟结果进行验证，结果表明其具有较好的模拟效果；为三峡库区污染物总体输移扩散特性研究提供了有利工具，同时也为国家和地方政府进行库区水环境决策提供了技术支持     

Occurrence and distribution of polycyclic aromatic carbons in sludges from wastewater treatment plants in Guangdong, China

In this study, the occurrence and distribution of polycyclic aromatic hydrocarbons (PAHs) were investigated in six sludge samples collected from Guangdong Province, China. Concentrations of PAHs varying from 2,534.1 to 6,926.6 μg kg^???1 (dry sludge) were observed in three municipal wastewater treatment plants with phenanthrene (Phe), fluoranthene, and pyrene being the main compounds. In addition, 682.6 μg kg^???1 PAHs were detected in one sludge sample from a food processing plant, with fluorene, Phe, and chrysene being the main components. No PAHs were detected in sludge samples obtained from two cosmetic plants. The levels and distributional characteristics of PAHs, polychlorinated biphenyls (PCBs), and polycyclic musks (PMs) from the samples were also compared. The results of this comparison indicated that petrochemical refineries and road traffic played important roles in the PAH loads in sludge, while PMs primarily originated from domestic wastewater and industrial wastewater from cosmetic plants. Finally, the presence of 98.8 μg kg^???1 PCBs in sludge suggested diffusional emission sources from electrical components containing PCBs.     

Estimation and characterization of unintentionally produced persistent organic pollutant emission from converter steelmaking processes

Unintentionally produced persistent organic pollutants (UP-POPs) including polychlorinated dibenzo-p-dioxins, and dibenzofurans (PCDD/Fs), polychlorinated biphenyls (PCBs), and polychlorinated naphthalenes (PCNs) were characterized and quantified in stack gas and fly ash from the second ventilation systems in five typical converters in five different steelmaking plants. The 2378-substituted PCDD/Fs (2378-PCDD/Fs) and dioxin-like PCB (dl-PCBs) toxic equivalents (TEQs) were 1.84–10.3 pg WHO-TEQ Nm^?3 in the stack gas and 5.59–87.6 pg WHO-TEQ g^?1 in the fly ash, and the PCN TEQs were 0.06–0.56 pg TEQ Nm^?3 in the stack gas and 0.03–0.08 pg TEQ g^?1 in the fly ash. The concentrations of UP-POPs in the present study were generally lower than those in other metallurgical processes, such as electric arc furnaces, iron ore sintering, and secondary metallurgical processes. Adding scrap metal might increase UP-POP emissions, indicating that raw material composition was a key influence on emissions. HxCDF, HpCDF, OCDF, HpCDD, and OCDD were the dominant PCDD/Fs in the stack gas and fly ash. TeCB and PeCB were dominant in the stack gas, but HxCB provided more to the total PCB concentrations in the fly ash. The lower chlorinated PCNs were dominant in all of the samples. The 2378-PCDD/F, dl-PCB, and PCN emission factors in stack gases from the steelmaking converter processes (per ton of steel produced) were 1.88–2.89, 0.14–0.76_, and 229–759 μg t^?1, respectively.     

Fate of antimicrobial resistance genes in response to application of poultry and swine manure in simulated manure-soil microcosms and manure-pond microcosms

This study aimed to determine the occurrence, abundance, and fate of nine important antimicrobial resistance genes (ARGs) (sul1, sul2, tetB, tetM, ermB, ermF, fexA, cfr, and Intl1) in the simulated soil and pond microcosms following poultry and swine manure application. Absolute quantitative PCR method was used to determine the gene copies. The results were modeled as a logarithmic regression (N?=?mlnt?+?b) to explore the fate of target genes. Genes sul1, Intl1, sul2, and tetM had the highest abundance following the application of the two manure types. The logarithmic regression model fitted the results well (R ² values up to 0.99). The reduction rate of all genes (except for the genes fexA and cfr) in manure-pond microcosms was faster than those in manure-soil microcosms. Importantly, sul1, intl1, sul2, and tetM had the lowest reduction rates in all the samples and the low reduction rates of tetM was the first time to be reported. These results indicated that ARG management should focus on using technologies for the ARG elimination before the manure applications rather than waiting for subsequent attenuation in soil or water, particularly the ARGs (such as sul1, intl1, sul2, and tetM investigated in this study) that had high abundance and low reduction rate in the soil and water after application of manure.